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BLDG1403-0069-SurveyPLOT PLAN MODEL WILLOW -BR REVISIONS LOT 5 BLOCK H K= I bOl .uu � 1 D=00°57133" L=27.74' �s> N 87°07'42" W 132.00' 1/ \Z R=1525.00' D=00°57'33" L=25.53' 7.96' ' 6.66 PROP. 3'X7.5' VC AD IImo4111o©©©©�, N.W. 61 Par 3 THIS ° 3 SURVEY 9 = 3 9 20 21 22 23 an r 1131 q I12I11J151 9 J N.W. 179th MANOR l l= 13 14 19 l 9 l 7 9 9 110 I u TRACT L-8 D.W.E.=7.00' PROP. E.O.W. S 03°049'51" W "� o 39.33' �5 LOT 4 BLOCK H 1.5 h PROPPAVER 30.00' PROPOSED 2 STORY C.B.S. RESIDENCE F.F.EL-13.55' CAR.EL= LOT COVERAGE -36% 6.97' 19,33' PROP. PAVER ENTRY 0 tri N A 112.84' PROP. T.0.B' 0 I 8.48' 13.33' MODEL -WILLOW MED -CAR -BR 50.00' X 72.67' 10.66' $ 70.00' PROP. 27' N DRIVEWAY f 8.48' OA1� • S 03°49'51" W 319.33' J PNET 2 VAI.L±Y GUI ILH N.A. 115th WAY 24' ay TRACPAVEMENT-3 39.33' (PRIVATE ROAD) 50' R/W HERON BAY PLAT 3 - (OSPREY) P:\projects\ 021 025_S\021025_LD D1dwg\blockh.dwg FILE F.BJPG. 3-3-14 SMP DATE BY CK'D JOB NO.: 021025 N 86°10'09" W 132.00' zz LOT 3 BLOCK H 14 28 27 25 75 24 23 15 15 17 19 19 In/311ml" m n 2 3 4 NEN OA 5 'ID a 1 7 x LOCATION MAP NOT TO SCALE IAREA CALCULATIONS IN SQ. FT SOD PAVERS CONC. PROP. 5' CONC. S/W 's� 240.15' A _ LEGEND: ® CATCH BASIN O CABLE JUNCTION BOX CENTERLINE O CLEANOUT ®o CONCRETE MONUMENT O ELECTRIC SERVICE ('1 ELEVATION, AS -BUILT 1 ELEVATION, PROPOSED 4- FIRE HYDRANT FLOW ARROW SCALE: 1" = 30' 4,972 1,101 A/C=22 S/W=326 O IR&C LB2936, SET 1/2" LIGHT POLE - CONC. LIGHT POLE - METAL 0 MANHOLE - SANITARY SEWER © MANHOLE - STORM SEWER p NAIL & TIN TAB • NAIL & DISC \/ / SANITARY SERVICE(S) ■ TELEPHONE JUNCTION BOX O WATER METER Dd WATER VALVE O YARD DRAIN SHEET 2 OF 2 SHEETS LEGAL DESCRIPTION CARNAHAN • PROCTOR • CROSS. INC. CERTIFICATE OF AUTHORIZATION NO. LB 2936 814 S. MILITARY TRAIL-DEERFIELD BEACH -FL, 33442 PHONE (954)972-3959 FAX (954)972-4178 WEBSITE: www.carnahan-proctor.com NOTA SURVEY (PLOT PLAN) LOT 4 BLOCK H, "HERON BAY NORTH PLAT 3", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 176 AT PAGES 73-83, OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA. NOTES 1. THIS SKETCH IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2. THIS SKETCH IS THE PROPERTY OF CARNAHAN-PROCTOR-CROSS, INC., AND SHALL NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION. 3. THE LANDS SHOWN HEREON ARE SUBJECT TO ALL EASEMENTS, RESERVATIONS, RIGHTS-OF-WAY, AND RESTRICTIONS OF RECORD. 4. ALL EASEMENTS SHOWN HEREON ARE PER THE RECORD PLAT UNLESS OTHERWISE NOTED. 5. THIS SKETCH WAS PREPARED WITHOUT BENEFIT OF A TITLE SEARCH. FOR INFORMATION CONCERNING RIGHTS-OF-WAY, EASEMENTS, RESERVATIONS, AND OTHER SIMILAR MATTERS OF PUBLIC RECORD, AN APPROPRIATE TITLE VERIFICATION NEED BE OBTAINED. 6. BUILDING TIES ARE PERPENDICULAR OR RADIAL TO THE BOUNDARY LINES UNLESS OTHERWISE NOTED. 7. BEARINGS SHOWN HEREON ARE BASED ON THE NORTH LINE OF SAID "HERON BAY NORTH PLAT 3" BEARING S89°52'10"E 8. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 AND ARE BASED ON BROWARD COUNTY BENCHMARK NO. 3189. REFERENCE: DEPARTMENT OF TRANSPORTION DISK ON SOUTH END OF CONCRETE WALL EAST SIDE OF NORTH BOUND SAWGRASS EXPRESSWAY, WEST END OF WILES ROAD. ELEVATION: 18.974 FEET. 9. THE ELEVATIONS SHOWN HEREON ARE FOR THE PURPOSE OF INDICATING THE GROUND ELEVATIONS ONLY AT THE POSITIONS SHOWN AND IN NO WAY INDICATE ELEVATIONS AT ANY OTHER POINTS THAN AS SHOWN HEREON. 10. FLOOD ELEVATION INFORMATION: A. COMMUNITY MAP NO. : 120051 0085 F C. FIRM ZONE : AH B. FIRM MAP INDEX DATE : OCT. 2, 1997 D. BASE FLOOD ELEVATION : *12 FT. (L.O.M.R. 3-1-04) (CASE #04-04-079P) 11. ADDRESS: 8085 N.W. 115TH WAY, PARKLAND, FLORIDA 33076 12. AREA OF THIS PROPERTY IS 8,708 SQUARE FEET, MORE OR LESS. 13. THIS SURVEY IS CERTIFIED TO THE FOLLOWING: 1. 2. 3. 4. 14. THERE HAVE BEEN NO UNDERGROUND IMPROVEMENTS LOCATED IN CONNECTION WITH THIS SURVEY EXCEPT AS SHOWN HEREON. ABBREVIATIONS A NC ADJ B.C.R. B.D.I.C. (C) C.A.T.V C.B.S. C.L.F. C.M.E. CH. CONC. D D.E. E.O.P. = ARC LENGTH = AIR CONDITIONER SLAB = ADJACENT = BROWARD COUNTY RECORDS = BRASS DISC IN CONCRETE = CALCULATED = CABLE JUNCTION BOX = CONCRETE BLOCK STRUCTURE = CHAIN LINK FENCE = CANAL MAINTENANCE EASEMENT = CHORD = CONCRETE = DELTA (CENTRAL ANGLE) = DRAINAGE EASEMENT = EDGE OF PAVEMENT E.O.W. = EDGE OF WATER EL. = ELEVATION F.F. = FINISHED FLOOR F.P.L. = FLORIDA POWER & LIGHT CO FND. = FOUND GAR. = GARAGE H.C. = HANDICAPPED I/R & C. = IRON ROD AND CAP 1/R = IRON ROD L.E. = LANDSCAPE EASEMENT L.M.E. = LAKE MAINTENANCE EASEMENT (M) = MEASURED N.G.V.D. = NATIONAL GEODETIC VERTICAL DATUM N.T.S. = NOT TO SCALE N/D = NAIL AND DISK NIT = NAIL AND TAB O.R.B. = OFFICIAL RECORD BOOK P.B. = PLAT BOOK P.B.C.R. = PALM BEACH COUNTY RECORDS P.O.B. = POINT OF BEGINNING P.O.C. = POINT OF COMMENCEMENT P.R.M. = PERMANENT REFERENCE MONUMENT PROP. = PROPOSED PVMT. = PAVEMENT R = RADIUS R/W = RIGHT-OF-WAY SAN = SIDEWALK STY. = STORY T.O.B. = TOP OF BANK U.E. = UTILITY EASEMENT SURVEYOR'S CERTIFICATION 1 HEREBY CERTIFY THAT THE DESCRIPTION AND SKETCH SHOWN HEREON COMPLIES WITH MINIMUM TECHNICAL STANDARDS FOR SURVEYS AS CONTAINED IN CHAPTER 5J17-6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES, AND THAT SAID DESCRIPTION AND SKETCH IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. SCOOERTLE PR ZONAL SURVEYOR AND MAPPER FLORIDA LICENSE NO. LS 5630 HERON BAY NORTH PLAT 3 -OSPREY LAKE p:\ projects \021025_s\021025_Idd\Iegals3\blkh, Iot04.doc DATE OF LAST FIELD WORK: N/A I JOB NO.: 021025 I DATE: 3-3-14 I SHEET 1 OF 2 SHEETS SLAB SPOT FORMBOARD SPOT PLOT PLAN MODEL WILLOW—BR REVISIONS LOT 5 BLOCK H N 87°07'42" W 132.00' R=1525.00' D=00°57'33" L=25.53' K= I -O D=00°57'33" L=27.74' n n 7.95' ' 6.70 PROP. 3'X7.5' A/C PPAC TRACT L-8 D.W.E.=7.00' LOT 4 BLOCK H ti PROP.PAVER LANA 30.00' UNDER CONSTRUCTION 2 STORY C.B.S. RESIDENCE F.F.EL-(13.60) GAR.EL.(13.24') LOT COVERAGE -36% 6.97' 9,65' 11-742* PROP. PAVER ENTRY -C. O •--��112.84 N' `�.0525.11'(0) P a 42 a 40 39 36 N.W. 81st PLACE 20 I 21 22 123 ea 1111 p THIS, SURVEY 5 4 3 17 ,2 11 I10 N.W. 79th MANOR 1/2 \3\9\sl-17 6 9 IDM 2 1 / e". 7 -PROP. E.O.W. S 03°049'51" W 39.33' PROP. T.O.BJ 13.35' 1100EL-M810W LIED -GAR -BR 50.00' X 72.67' 10 66.1p.. 20.00' PROP. 27' DRIVEWAY !- n o 8.43' 8.48' 0 S 03°49'51" W 39.33' ) PPVER \ 2 VALLEY UUIIt4 N.W. 115th WAY N 24' PAVEMENT 39.33' TRACT R-3 (PRA/ATE ROAD) 50' R/W 1887/63 5-16-14 SMP 1887/63 5-2-14 SMP FILE 3-3-14 SMP F.BJPG. DATE BY CK'D HERON BAY PLAT 3 - (OSPREY) JOB NO.: 021025 1`D ij N 86°10'09" W 132.00' LOT 3 BLOCK H PROP. 5' CONC. S/W 240.15'A� J LEGEND: l7 0 14 27 26 27 24 15 15 17 18 19 23 22 2114 4101VA 4°10p wag ors vvis 23 32 2 31 30 2f 26 27 26 4 , 6 7 LOCATION MAP NOT TO SCALE AREA CALCULATIONS IN SQ. FT CONC. A/C=22 s/w=326 SOD PAVERS 4,972 1,101 CATCH BASIN CABLE JUNCTION BOX CENTERLINE CLEANOUT © CONCRETE MONUMENT O ELECTRIC SERVICE ELEVATION, AS -BUILT ELEVATION, PROPOSED 4- FIRE HYDRANT FLOW ARROW SCALE: 1" = 30' IR&C LB2936, SET 1/2" LIGHT POLE - CONC. LIGHT POLE - METAL MANHOLE - SANITARY SEWER MANHOLE - STORM SEWER NAIL & TIN TAB NAIL & DISC SANITARY SERVICE(S) TELEPHONE JUNCTION BOX WATER METER WATER VALVE YARD DRAIN SHEET 2 OF 2 SHEETS LEGAL DESCRIPTION CARNAHAN • PROCTOR • CROSS. INC. CERTIFICATE OF AUTHORIZATION NO. LB 2936 814 S. MILITARY TRAIL-DEERFIELD BEACH -FL, 33442 PHONE (954)972-3959 FAX (954)972-4178 WEBSITE: www.carnahan-proctor.com CONSTRUCTION LAYOUT SURVEY (SLAB SPOT) LOT 4 BLOCK H, "HERON BAY NORTH PLAT 3", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 176 AT PAGES 73-83, OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA. NOTES 1. THIS SKETCH IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2. THIS SKETCH IS THE PROPERTY OF CARNAHAN-PROCTOR-CROSS, INC., AND SHALL NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION. 3. THE LANDS SHOWN HEREON ARE SUBJECT TO ALL EASEMENTS, RESERVATIONS, RIGHTS-OF-WAY, AND RESTRICTIONS OF RECORD. 4. ALL EASEMENTS SHOWN HEREON ARE PER THE RECORD PLAT UNLESS OTHERWISE NOTED. 5. THIS SKETCH WAS PREPARED WITHOUT BENEFIT OF A TITLE SEARCH. FOR INFORMATION CONCERNING RIGHTS-OF-WAY, EASEMENTS, RESERVATIONS, AND OTHER SIMILAR MATTERS OF PUBLIC RECORD, AN APPROPRIATE TITLE VERIFICATION NEED BE OBTAINED. 6. BUILDING TIES ARE PERPENDICULAR OR RADIAL TO THE BOUNDARY LINES UNLESS OTHERWISE NOTED. 7. BEARINGS SHOWN HEREON ARE BASED ON THE NORTH LINE OF SAID "HERON BAY NORTH PLAT 3" BEARING S89°52'10"E 8. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 AND ARE BASED ON BROWARD COUNTY BENCHMARK NO. 3189. REFERENCE: DEPARTMENT OF TRANSPORTION DISK ON SOUTH END OF CONCRETE WALL EAST SIDE OF NORTH BOUND SAWGRASS EXPRESSWAY, WEST END OF WILES ROAD. ELEVATION: 18.974 FEET. 9. THE ELEVATIONS SHOWN HEREON ARE FOR THE PURPOSE OF INDICATING THE GROUND ELEVATIONS ONLY AT THE POSITIONS SHOWN AND IN NO WAY INDICATE ELEVATIONS AT ANY OTHER POINTS THAN AS SHOWN HEREON. 10. FLOOD ELEVATION INFORMATION: A. COMMUNITY MAP NO. : 120051 0085 F C. B. FIRM MAP INDEX DATE : OCT. 2, 1997 D. 11. ADDRESS: 8085 N.W. 115TH WAY, PARKLAND, FLORIDA 33076 12. AREA OF THIS PROPERTY IS 8,708 SQUARE FEET, MORE OR LESS. 13. THIS SURVEY IS CERTIFIED TO THE FOLLOWING: 1. FIRM ZONE : AH BASE FLOOD ELEVATION : `12 FT. (L.O.M.R. 3-1-04) (CASE #04-04-079P) 2. 3. 4. 14. THERE HAVE BEEN NO UNDERGROUND IMPROVEMENTS LOCATED IN CONNECTION WITH THIS SURVEY EXCEPT AS SHOWN HEREON. ABBREVIATIONS A NC ADJ B.C.R. B.D.I.C. (C) C AT.V C.B.S. C.L.F. C.M.E. CH. CONC. D D.E. E.O.P. = ARC LENGTH = AIR CONDITIONER SLAB = ADJACENT = BROWARD COUNTY RECORDS = BRASS DISC IN CONCRETE = CALCULATED = CABLE JUNCTION BOX = CONCRETE BLOCK STRUCTURE = CHAIN LINK FENCE = CANAL MAINTENANCE EASEMENT = CHORD = CONCRETE = DELTA (CENTRAL ANGLE) = DRAINAGE EASEMENT = EDGE OF PAVEMENT E.O.W. EL. F.F. F.P.L. FND GAR. H.C. I/R & C. I/R L.E. L.M.E. (M) N.G.V.D N.T.S. N/D = EDGE OF WATER = ELEVATION = FINISHED FLOOR = FLORIDA POWER & LIGHT CO. = FOUND = GARAGE = HANDICAPPED = IRON ROD AND CAP = IRON ROD = LANDSCAPE EASEMENT = LAKE MAINTENANCE EASEMENT = MEASURED = NATIONAL GEODETIC VERTICAL DATUM = NOT TO SCALE = NAIL AND DISK N/T O.R.B. P.B. P.B.C.R P.O.B. P.O.C. P.R.M. PROP. PVMT. R RAN S/W STY T.O.B U.E. SURVEYOR'S CERTIFICATION 1 HEREBY CERTIFY THAT THE SURVEY SHOWN HEREON COMPLIES WITH MINIMUM TECHNICAL STANDARDS FOR SURVEYS AS CONTAINED IN CHAPTER 5J17-6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES, AND THAT SAID SURVEY IS TRUE AND CORRECT TO TH ST OF MY KNOWLEDGE AND BELIEF. SCO��.'' L P,: • ':/ SIONAL SURVEYOR AND MAPPER FLORIDA LICENSE NO. LS 5630 HERON BAY NORTH PLAT 3 -OSPREY LAKE ;ts\021025_s\021025_IddUegal s3\bl kh,lot04.doc DATE OF LAST FIELD WORK: 5-16-14 I JOB NO.: 021025 I DATE: 3-3-14 = NAIL AND TAB = OFFICIAL RECORD BOOK = PLAT BOOK = PALM BEACH COUNTY RECORDS = POINT OF BEGINNING = POINT OF COMMENCEMENT = PERMANENT REFERENCE MONUMENT = PROPOSED = PAVEMENT = RADIUS = RIGHT-OF-WAY = SIDEWALK = STORY = TOP OF BANK = UTILITY EASEMENT SHEET 1 OF 2 SHEETS U.S. DEPARTMENT OF HOMELAND SECURITY FEDERAL EMERGENCY MANAGEMENT AGENCY National Flbod Insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1-9. SECTION A - PROPERTY INFORMATION A1. E. -'ding Owner's Name RYAN & NICOLE STENDER A2. Building Street Address•(including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 8085 N.W. 115TH WAY City PARKLAND State FL ZIP Code 33076 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 4 BLOCK H OF THE PLAT "HERON BAY NORTH PLAT 3" PLAT BOOK 176 PAGES 73-83 B.C.R. A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 26.33065. Long. -80.28065 Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1A A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) N/A b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b N/A d) Engineered flood openings? ❑ Yes ® No sq ft sq in OMB No. 1660-0008 Expiration Date: July 31, 2015 FOR INSURANCE COMPANY USE Policy Number: Company NAIC Number: A9. For a building with an attached garage: a) Square footage of attached garage 657 sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b 0 sq in d) Engineered flood openings? ❑ Yes ® No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number PARKLAND, CITY OF 120051 B2. County Name BROWARD B4. Map/Panel Number B5. Suffix B6. FIRM Index Date B7. FIRM Pan& B8. Flood 12011C0135H H 8-18-14 Effective/Revised Date Zone(s) 8-18-14 X B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item 89: ❑ NGVD 1929 ® NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Designation Date: N/A ❑ CBRS ❑ OPA B3. State FL B9. Base Flood Elevation(s) (Zone AO, use base flood depth) N/A SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) ❑ Yes ® No C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones A1 -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: BCED BM#3189 EL=18.974' Vertical Datum: NGVD 1929 Indicate elevation datum used for the elevations in items a) through h) below. El NGVD 1929 0 NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 13.60 ® feet ❑ meters b) Top of the next higher floor 25.1 ® feet 0 meters c) Bottom of the lowest horizontal structural member (V Zones only) N/A. ❑ feet 0 meters d) Attached garage (top of slab) 13.24 ® feet ❑meters e) Lowest elevation of machinery or equipment servicing the building 13.7 ® feet 0 meters (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 13.0 g) Highest adjacent (finished) grade next to building (HAG) 13.2 h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support N/A. ® feet 0 meters ® feet 0 meters 0 feet ❑ meters SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ® Check here if comments are provided on back of form. 0 Check here if attachments. Were latitude and longitude in Section A provided by a licensed land surveyor? ® Yes D No Certifier's Name SCOTT M. PIRTLE License Number 5630 Title P.S.M. Address 814 S. MI ARY TRAIL Signature"AVVi FEMA Form 086-0-33 (7/12) Company Name Carnahan Proctor & Cross City DEERFIELD BEACH State FL ZIP Code 33442 Date //* Telephone 954)972-3959 See reverse side for continuation. Replaces all previous editions. IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY,USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 8085 N.W. 115TH WAY City PARKLAND State FL ZIP Code 33076 Company NAIC Number: SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED,) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments C2.a) NOTE ELEVATIONS ARE SHOWN RELATIVE TO NGVD 29 DATUM SINCE COMMUNITY WAS DESIGNED IN NGVD 29 DATUM. THE ADJUSTMAENT TO NAVD 88 IS -1.522 FEET PER VERTCON ORTHOMETRIC HEIGHT CONVERSION SOFTWARE. e).= A/C PAD ELEV A5. /LONG OBTAINED USING HAND HELD GPS SYSTEM Signature Date SECTION E — BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1—E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items E1—E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or 0 below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8-9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is 0 feet 0 meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or 0 below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet 0 meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, 6, and E for Zone A (without a FEMA -issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments 7 Check here if attachments. SECTION G — COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8—G10. In Puerto Rico only, enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. 0 A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4—G10) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: 0 New Construction 0 Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet 0 meters Datum G9. BFE or (in Zone AO) depth of flooding at the building site: 0 feet 0 meters Datum G10. Community's design flood elevation: 0 feet 0 meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments El Check here if attachments. FEMA Form 086-0-33 (7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page 3 Building Photographs See Instructions for Item A6. IMPC;TANI`: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 8085 N.W. 115TH WAY City PARKLAND State FL ZIP Code 33076 Company NAIC Number: If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. FRONT rcicommanitits.com FEMA Form 086-0-33 (7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page 4 Building Photographs Continuation Page IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 8085 N.W. 115TH WAY City PARKLAND State FL FOR INSURANCE COMPANY USE Policy Number: ZIP Code 33076 Company NAIC Number: If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. REAR FEMA Form 086-0-33 (7/12) Replaces all previous editions. LOT 5 BLOCK H } 10811111111111 N.W.:1 a 81stv PLACE IONa v ©© m �v 3 Mr 1411115 o —w 7 111 m r TRACT L-8 TOP OF WATER EL=(7.8') DATED 11-14-14 K=1bo/.UU' 0=00°57'33" S 03°049'51" W 1 =?7 74' 39.33' THIS SURVEY II4 17 I12 I11 J,9I v N.W. 79th MANOR 1/2 \3\4\5l5 7 5 3 fE.O.W. 0 AI A 7.95. 6.70' 9 4'07.7' VARAD 51 9.65' r� R t Al 6.97' PAVER ENTRY R=1525.00' D=00°57'33", L=25.53' LOT4 BLOCK H PAVER LANAI 30.00' 1 2STORY C.B.S. RESIDENCE F.F.EL-(13.60') GAR.EL=(13.24') 112.84' FINAL SURVEY SLAB SPOT FORMBOARD SPOT PLOT PLAN MODEL WILLOW -BR REVISIONS O N N HERON BAY PLAT 3 - (OSPREY) P:\projects\021025_S\021025_LD D\dwg\blockh.dwg 13.35' 8.43' MODEL -WILLOW MED -GAR -BR 50.00' X 72.67' 70.00' 12 9 N 86°10'09" W 132.00' 0 4,1 ----- PVER DRNEWAY S 03°49'51"W 39.33' PAVER 2' VALLEY GUIIER N.V. 115th WAY 25.11'(C) 24' PAVEMENT TRACT R-3 (PRIVATE ROAD) 50' R/W 1887/63 1887/63 FILE F.B./PG. 11-14-14 5-16-14 5-2-14 3-3-14 DATE 39.33 EP SMP SMP SMP SMP BY CK'D 15 15 15 17 1: 19 52 31 59 29 2e 27 2040111101 so Oat 2 3 4 e 7 e� LOCATION MAP NOT TO SCALE LOT 3 BLOCK H LEGEND: CATCH BASIN 0 CABLE JUNCTION BOX CENTERLINE CLEANOUT CONCRETE MONUMENT 0 0 O ELECTRIC SERVICE l ELEVATION, AS -BUILT 1.1.1' ELEVATION, PROPOSED -.1- FIRE HYDRANT FLOW ARROW JOB NO.: 021025 SCALE: 1" = 30' IR&C L82936, SET 1/2" LIGHT POLE - CONC. LIGHT POLE - METAL MANHOLE - SANITARY SEWER MANHOLE - STORM SEWER NAIL & TIN TAB NAIL & DISC SANITARY SERVICE(S) TELEPHONE JUNCTION 805 WATER METER WATER VALVE YARD DRAIN SHEET 2 OF 2 SHEETS LEGAL DESCRIPTION CARNAHAN • PROCTOR • CROSS, INC. CERTIFICATE OF AUTHORIZATION NO. LB 2936 814 S. MILITARY TRAIL-DEERFIELD BEACH, FL 33442 PHONE (954) 972-3959 FAX (954) 972-4178 WEBSITE: www.carnahan-proctor.com BOUNDARY SURVEY (FINAL) LOT 4 BLOCK H, "HERON BAY NORTH PLAT 3", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 176 AT PAGES 73-83, OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA. NOTES 1. THIS SKETCH IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2. THIS SKETCH IS THE PROPERTY OF CARNAHAN-PROCTOR-CROSS, INC., AND SHALL NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION. 3. THE LANDS SHOWN HEREON ARE SUBJECT TO ALL EASEMENTS, RESERVATIONS, RIGHTS-OF-WAY, AND RESTRICTIONS OF RECORD. 4. ALL EASEMENTS SHOWN HEREON ARE PER THE RECORD PLAT UNLESS OTHERWISE NOTED. 5. THIS SKETCH WAS PREPARED WITHOUT BENEFIT OF A TITLE SEARCH. FOR INFORMATION CONCERNING RIGHTS-OF-WAY, EASEMENTS, RESERVATIONS, AND OTHER SIMILAR MATTERS OF PUBLIC RECORD, AN APPROPRIATE TITLE VERIFICATION NEED BE OBTAINED. 6. BUILDING TIES ARE PERPENDICULAR OR RADIAL TO THE BOUNDARY LINES UNLESS OTHERWISE NOTED. 7. BEARINGS SHOWN HEREON ARE BASED ON THE NORTH LINE OF SAID "HERON BAY NORTH PLAT 3" BEARING S89°52'10"E 8. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 AND ARE BASED ON BROWARD COUNTY BENCHMARK NO. 3189. REFERENCE: DEPARTMENT OF TRANSPORTION DISK ON SOUTH END OF CONCRETE WALL EAST SIDE OF NORTH BOUND SAWGRASS EXPRESSWAY, WEST END OF WILES ROAD. ELEVATION: 18.974 FEET. ELEVATIONS ARE SHOWN RELATIVE TO NGVD 29 DATUM SINCE COMMUNITY WAS DESIGNED IN NGVD 29 DATUM. THE ADJUSTMAENT TO NAVD 88 IS -1.522 FEET PER VERTCON ORTHOMETRIC HEIGHT CONVERSION SOFTWARE. 9. THE ELEVATIONS SHOWN HEREON ARE FOR THE PURPOSE OF INDICATING THE GROUND ELEVATIONS ONLY AT THE POSITIONS SHOWN AND IN NO WAY INDICATE ELEVATIONS AT ANY OTHER POINTS THAN AS SHOWN HEREON. 10. FLOOD ELEVATION INFORMATION: A. COMMUNITY NO. : 120051 D. FIRM ZONE : X B. FIRM MAP INDEX DATE : AUGUST 18, 2014 E. BASE FLOOD ELEVATION : N/A C. MAP/PANEL NUMBER : 12011C0135H 11. ADDRESS: 8085 N.W. 115TH WAY, PARKLAND, FLORIDA 33076 12. AREA OF THIS PROPERTY IS 8,708 SQUARE FEET, MORE OR LESS. 13. THIS SURVEY IS CERTIFIED TO THE FOLLOWING: 1. RYAN M. STENDER AND NICOLE M. STENDER 2. FLORIDA TITLE & GUARANTEE 3. FIRST AMERICAN TITLE INSURANCE COMPANY 4. KESSNER FINANCIAL, INC ISAOA, ATIMA 14. THERE HAVE BEEN NO UNDERGROUND IMPROVEMENTS LOCATED IN CONNECTION WITH THIS SURVEY EXCEPT AS SHOWN HEREON. ABBREVIATIONS A NC ADJ B.C.R. B.D.I.C. (C) C.A.T.V C.B.S. C.L.F. C.M E. CH. CONC. D D.E. E.O.P. = ARC LENGTH = AIR CONDITIONER SLAB = ADJACENT = BROWARD COUNTY RECORDS = BRASS DISC IN CONCRETE = CALCULATED = CABLE JUNCTION BOX = CONCRETE BLOCK STRUCTURE = CHAIN LINK FENCE = CANAL MAINTENANCE EASEMENT = CHORD = CONCRETE = DELTA (CENTRAL ANGLE) = DRAINAGE EASEMENT = EDGE OF PAVEMENT E.O.W. EL. F.F. F.P.L. FNO. GAR. H.C. I/R & C. I/R L.E. L.M.E. (M) N.G.V.D N.T.S. N/D = EDGE OF WATER = ELEVATION = FINISHED FLOOR = FLORIDA POWER & LIGHT CO. = FOUND = GARAGE = HANDICAPPED = IRON ROD AND CAP = IRON ROD = LANDSCAPE EASEMENT = LAKE MAINTENANCE EASEMENT = MEASURED = NATIONAL GEODETIC VERTICAL DATUM = NOT TO SCALE = NAIL AND DISK N/T O.R.B. P.B. P.B.C.R P.O.B. P.O.C. P.R.M. PROP. PVMT. R RAV SNJ STY. T.O.B. U.E. SURVEYOR'S CERTIFICATION 1 HEREBY CERTIFY THAT THE SURVEY SHOWN HEREON COMPLIES WITH MINIMUM TECHNICAL STANDARDS FOR SURVEYS AS CONTAINED IN CHAPTER 5J17-6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES, AND THAT SAID SURVEY IS TRUE AND CORRECT TO THE :: T OF MY KNOWLEDGE AND BELIEF. SCOTT IRTL PROFES, IONAL SURVEYOR AND MAPPER FLORIDA CENSE NO. LS 5630 HERON BAY NORTH PLAT 3 -OSPREY LAKE p:\projects\021025_s\021025_Idd\Jegals3\an ew_blkh, Iot04. doc DATE OF LAST FIELD WORK: 11-14-14 = NAIL AND TAB = OFFICIAL RECORD BOOK = PLAT BOOK = PALM BEACH COUNTY RECORDS = POINT OF BEGINNING = POINT OF COMMENCEMENT = PERMANENT REFERENCE MONUMENT = PROPOSED = PAVEMENT = RADIUS = RIGHT-OF-WAY = SIDEWALK = STORY = TOP OF BANK = UTILITY EASEMENT I JOB NO.: 021025 I DATE: 3-3-14 I SHEET 1 OF 2 SHEETS